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scopus(21)
Improved formulation for compressive fatigue strength of concrete
Conference ObjectAbstract: The compressive strength of concrete decreases as an element is subjected to cycles of loading. ThePalabras claves:Autores:Cor van der Veen, DE BOER A., Eva Olivia Leontien LantsoghtFuentes:scopusCalibration of the shear stop criteria based on crack kinematics of reinforced concrete beams without shear reinforcement
Conference ObjectAbstract: In this paper, a study on the calibration of the shear stop criteria based on the crack kinematics fPalabras claves:concrete bridges, Crack kinematics, DIC, flexural shear, Shear stop criteria, Without shear reinforcementAutores:Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y., Zarate Garnica G.I.Fuentes:scopusInfluence of width on shear capacity of reinforced concrete members
ArticleAbstract: Code provisions for one-way shear assume a linear relation between the shear capacity of a reinforcePalabras claves:Effective width of slab, punching shear, shear, Slab, Structural load testAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Walraven J.C.Fuentes:scopusEditorial: Diagnostic and Proof Load Tests on Bridges
OtherAbstract:Palabras claves:diagnostic load test, Editorial, Flexural strength, load distribution, proof load test, shearAutores:Eva Olivia Leontien LantsoghtFuentes:scopusReliability of a damaged RC slab structure using Model Code 2010 safety formats for NLFEA
Conference ObjectAbstract: The Dutch Ministry of Infrastructure and the Environment is concerned with the safety of existing inPalabras claves:Autores:DE BOER A., Eva Olivia Leontien Lantsoght, Yang Y.Fuentes:scopusShear and Punching Capacity Pbkp_redictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms
ArticleAbstract: Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechaPalabras claves:Concentrated loads, one-way shear, One-way slabs, punching shearAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusAdvanced Structural Concrete Materials in Bridges
OtherAbstract:Palabras claves:Autores:Eva Olivia Leontien LantsoghtFuentes:scopusStop criteria for flexure for proof load testing of reinforced concrete structures
ArticleAbstract: Existing bridges with large uncertainties can be assessed with a proof load test. In a proof load tePalabras claves:assessment, bending moment capacity, Crack width, Field test, proof load test, reinforced concrete, reinforced concrete bridge, StrainAutores:Cor van der Veen, DE BOER A., Eva Olivia Leontien Lantsoght, Hordijk D.A., Yang Y.Fuentes:scopusTransition between Shear and Punching in Reinforced Concrete Slabs: Review and Pbkp_redictions with ACI Code Expressions
ArticleAbstract: One-way slabs under concentrated loads may fail by one-way shear, two-way shear, flexure, or a combiPalabras claves:one-way shear, One-way slabs, punching shear, slabs under concentrated loads, transitional shear failure modesAutores:de Sousa A.M.D., El Debs M.K., Eva Olivia Leontien LantsoghtFuentes:scopusA critical review on structural behavior of alkali-activated concrete beams
Conference ObjectAbstract: The increasing demand for sustainable development in engineering practice has triggered researchersPalabras claves:Autores:Eva Olivia Leontien Lantsoght, Luković M., Qian Z.Fuentes:scopus